Critical flow condition in open channel hydraulics

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  • Опубліковано 25 січ 2025

КОМЕНТАРІ • 8

  • @sidehustle3750
    @sidehustle3750 Рік тому +13

    you didn't put minus after differentiate 1/A^2

    • @HydroMohsen
      @HydroMohsen  Рік тому +5

      OOPS! That's right! Thanks for catching it! Fortunately, I wrote the equation for critical depth correctly. I will pin your comment on top so everyone can see this correction!

  • @SpencerRemy
    @SpencerRemy Рік тому +3

    I am about to graduate with me CE degree and am taking water resources engineering very late in the game. Your videos not only helped me get through this semester but helped me learn hydrology and open channel flow well enough to pass the FE. Thank you!

    • @HydroMohsen
      @HydroMohsen  Рік тому

      Glad I could help! Thanks for your kind note.

  • @abhinashsahu4430
    @abhinashsahu4430 Рік тому +2

    Love from India🇮🇳🇮🇳. Great teaching style. 👍👍

  • @adityakalele3556
    @adityakalele3556 9 місяців тому +1

    Great videos and explanation! Still trying to figure out how you write in mirror image, though.

  • @philiburbarnard519
    @philiburbarnard519 Рік тому

    good video, civil engineer but mainly now hydraulics. still finding it difficult to explain critical flow except from min energy to obtain same flow.

  • @technicalmoral9924
    @technicalmoral9924 8 місяців тому +1

    🇮🇳🇮🇳🇮🇳🇮🇳 India